Evaluation and classification of rock heterogeneity based on acoustic emission detection

被引:2
作者
Zhang, Tongzhao [1 ,2 ,3 ]
Ji, Hongguang [1 ,2 ]
Su, Xiaobo [1 ,2 ]
You, Shuang [1 ,2 ]
Quan, Daolu [1 ,2 ]
Zhang, Zhou [1 ,2 ]
Li, Jinzhe [1 ,2 ]
机构
[1] Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
[2] Univ Sci & Technol Beijing, Beijing Key Lab Urban Underground Space Engn, Beijing 100083, Peoples R China
[3] Ruhr Univ Bochum, Fdn Engn & Environm Geotech, Chair Soil Mech, D-44801 Bochum, Germany
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
acoustic emission; rock heterogeneity; rock classification; rock mechanics; MOMENT TENSOR ANALYSIS; TRIAXIAL COMPRESSION; MECHANICAL-BEHAVIOR; IMAGE; CRACKING;
D O I
10.1007/s12613-021-2381-4
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
For deep rock mechanics and subsurface engineering, accurately characterizing and evaluating rock heterogeneity as well as analyzing the correlation between the heterogeneity and physical and mechanical properties of rocks are critical. This study investigated the characteristics of acoustic emission signals produced in the process of strong and weak phase damage to rocks. The failure mechanisms of the strong and weak phases were analyzed by performing Brazilian splitting tests on different metagabbros and granites. The strong-weak phase ratio of the rocks and the uniformity of their spatial distribution were characterized. Test results show that as the feldspar develops, the strong-phase ratio of the metagabbro increases. However, the spatial distribution of feldspar minerals in the metagabbro becomes less uniform. The mineral spatial distribution uniformity in the altered granite is good; however, its strong-phase ratio is low. Furthermore, the strong-phase ratio of the typical granite is high; however, its mineral spatial distribution uniformity is poor. Moreover, uniaxial and triaxial test results show that the peak strength and elastic modulus of the rocks are related to the strong-weak phase ratio and mineral spatial distribution uniformity of the rocks. This study provides a new analytical method for the mechanical evaluation of deep rocks.
引用
收藏
页码:2117 / 2125
页数:9
相关论文
共 31 条
  • [1] Estimation of cracking and damage mechanisms in rock under triaxial compression by moment tensor analysis of acoustic emission
    Chang, SH
    Lee, CI
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (07) : 1069 - 1086
  • [2] Grain-scale failure mechanism of porous sandstone: An experimental and numerical FDEM study of the Brazilian Tensile Strength test using CT-Scan microstructure
    Chen, Bin
    Xiang, Jiansheng
    Latham, John-Paul
    Bakker, Richard R.
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 132
  • [3] Digital image based approach for three-dimensional mechanical analysis of heterogeneous rocks
    Chen, S.
    Yue, Z. Q.
    Tham, L. G.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2007, 40 (02) : 145 - 168
  • [4] Digital image-based numerical modeling method for prediction of inhomogeneous rock failure
    Chen, S
    Yue, ZQ
    Tham, LG
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (06) : 939 - 957
  • [5] [陈沙 Chen Sha], 2005, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V27, P956
  • [6] The effect of mineralogical parameters on the mechanical properties of granitic rocks
    Cowie, S.
    Walton, G.
    [J]. ENGINEERING GEOLOGY, 2018, 240 : 204 - 225
  • [7] Application and prospective of 3D printing in rock mechanics: A review
    Gao, Yong-tao
    Wu, Tian-hua
    Zhou, Yu
    [J]. INTERNATIONAL JOURNAL OF MINERALS METALLURGY AND MATERIALS, 2021, 28 (01) : 1 - 17
  • [8] SOME OBSERVATIONS CONCERNING MICROSCOPIC AND MECHANICAL BEHAVIOR OF QUARTZITE SPECIMENS IN STIFF, TRIAXIAL COMPRESSION TESTS
    HALLBAUER, DK
    WAGNER, H
    COOK, NGW
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1973, 10 (06) : 713 - +
  • [9] [胡训健 Hu Xunjian], 2019, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V38, P2069
  • [10] Particle shape analysis of coarse aggregate using digital image processing
    Kwan, AKH
    Mora, CF
    Chan, HC
    [J]. CEMENT AND CONCRETE RESEARCH, 1999, 29 (09) : 1403 - 1410